• load assigning problem in the staad .

    shanu kumar vishwakarma
    shanu kumar vishwakarma
    I am working on a G+2 public steel building, after modeling I am unable to assign the load on LL.acn anybody rectifies this problem? all the loads assigned are done by old v8i staad pro , but in connect edition this load is not working properly. in the…
    • 11 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Industrial shed design...side walls opening for wind flow

    hassnain iqbal
    hassnain iqbal
    I am designing an industrial shed. Can I enclose the shed all from the four sides up to the lowest purlin. I have analyzed this shed on staad.pro and its OK as per ASD design methodology under wind loads. I have heard that it is important to give gap…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • manually design the plinth beam

    Shivam Sood
    Shivam Sood
    I want to manually design the plinth beam for a steel structure and extract the loads from staad which loads shall i consider? i have 3 critical cases and pinned footings so i have Fx Fy Fz ,how to take them as a load for manually designing the…
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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